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NOTES:
1. NCDOT #5 OR #57 WASHED STONE SHALL BE USED. PAD TO BE 50' L x 25' W x 6" D AT A MINIMUM.
2. TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE TRUCKS IS TO BE PROVIDED.
3. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
4. ENTRANCE(S) MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF
MUD ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY; ADDITIONAL STONE TO BE
AVAILABLE AT PROJECT SITE. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE CLEANED UP
IMMEDIATELY.
5. APPLICABLE AT ALL POINTS 01 INGRESS & EGRESS UNTIL SITE IS STABILIZED. FREQUENT CHECKS OF THE
DEVICE AND TIMELY MAINTENANCI MUST BE PROVIDED.
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GRAVEL CONSTRUCTION ENTRANCE,
NO SCALE
EXISTING GROUND;
COMPACTED SOIL; 2' MIN. SEED IMMEDIATELY
SEED IMMEDIATELY 6" MIN AFTER CONSTRUCTION
AFTER CONSTRUCTION _--
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5' MIN. 12"
TEMPORARY DIVERSION DITCH.
NO SCALE
WIRE SCREEN
CONCRETE
BLOCK
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CURB
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RUNOFFWIRE SCREEN
GRAVEL
s\,UNOFF WATER CONCRETE BLOCKS WITH SEDIMENT
WITH SEDIMENT
SEDIMENT
SEDIMENT
2"x 4" WOOD STUD DROP INLET WITH GRATE
..
INLET
CURB INLF DROP INLET
NOTES:
1. THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2 INCHES BELOW THE CREST OF THE STORM DRAIN. PLACE THE BOTTOM ROW OF BLOCKS
AGAINST THE EDGE OF THE STORM DRAIN FOR I ATERAL SUPPORT AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. IF NEEDED, GIVE LATERAL
SUPPORT TO SUBSEQUENT ROWS BY PLACING 2 x 4 WOOD STUDS THROUGH BLOCK OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2-INCH OPENINGS OVER ALL BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.
3. USE CLEAN GRAVEL, 3/4- TO 1/2-INCH IN [DIAMETER, PLACING 2 INCHES BELOW THE TOP OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND
SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED STONE IS RECOMMENDED.
4. IF ONLY STONE AND GRAVEL ARE USED, KEEP THE SLOPE TOWARD THE INLET NO STEEPER THAN 3:1. LEAVE A MINIMUM 1-FT WIDE LEVEL STONE
ARE BETWEEN THE STRUCTURE AND AROUND THE: INLET TO PREVENT GRAVEL FROM ENTERING INLET. ON THE SLOPE TOWARD THE INLET, USE STONE
3 INCHES IN DIAMETER OR LARGER. ON THE SLOPE AWAY FROM THE INLET, USE 1/2 - 3/4-INCH GRAVEL (NCDOT #57 WASHED STONE) AT A
MINIMUM THICKNESS OF 1 FT.
NO SCALE
10 GAGE
LINE WIRES
NOTES:
10'-0" MAX. CENTERS
1. WOOD POSTS TO BE BURIED A MINIMUM OF S-0",
12 GAGE STEEL POSTS TO BE BURIED A MINIMUM OF 2'-0"
�
""r- "" 2. INSTALL SILT FENCE WHERE SHOWN ON DRAWINGS A11D
DROP INLET
WITH GRATE
t11•rn nnt•*r
I:1ipll•PiGI61113 *
E
r2­"� SILT FENCE_
NO scnc
1/4" x 24" HARDWARE CLOTH
STEEL POST W/
WIRE FABRIC #57 WASHED
STONF T "
/-- GATHER EXCESS
AT CORNERS
1Wi1RN17a.,
SILT FENCE INLET PROTECTION -
NO SCALE
A•
BF��k
/oQS� IV
1�1 `- EXTRA PI
"HOG WIRE ATTACHED OF OPENI
TO POSTS WITH LENGTHS
OF WIRE
HORIZONTAL
WIRED SECURI
POSTS
BAFFLE INSTALLATION - SZ
NOTES:
1. DRIVE STEEL FENCE POST AT LEAST 18" INTO
SOLID GROUND
2. WOOD POSTS ARE NOT ACCEPTABLE
3. USE STAPLES V APART TO ATTACH FABRIC
TO "HOG WIRE"
BOTTOM OF
TRENCH AN
FILLED WITF
COMPACTED
BAFFLE INSTALLATION - STEP 2
PER ENT SE -M
Seeding mixture
Species, Rate (lb/acre)
Tall fescue 80
Pensacola Bahiagrass 50
Sericea lespedeza 30
EROSION CONTROL MAINTENANCE PLAN:
Kobe lespedeza 10
ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER
EACH RUNOFF PRODUCING RAINFALL. STRUCTURE, THAT SHALL BE INSPECTED INCLUDE:
Seeding notes
1. From Sept. i - Mar. 1, use unscarified sericea seed.
1. SILT FENCE
2. On poorly drained sites omit sericea and increase Kobe to 30 Ib/acre.
ANY FABRIC WHICH COLLAPSES, TEARS, DECOMPOSES OR BECOMES INEFFECTIVE SHALL BE
3. Where a neat appearance is desired, omit sericea and increase Kobe
REPLACED IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE REMOVED WHEN SEDIMENT BEHIND THE
to 40 lb/acre.
FENCE REACHES SIX INCHES.
Nurse plants
2. SEEDING, FERTILIZING, AND MULCHING
Between Apr. 15 and Aug. 15, add 10 lb/acre German millet or 15 lb/acre
SEEDED AREAS SHALL BE INSPECTED FOR FAILURI AND NECESSARY REPAIRS AND RE-SEEDINGS
Sudangrass. Prior to May 1 or after Aug. 15, add 25lb/acre rye (grain).
SHALL BE MADE WITHIN THE SAME SEASON, IF P0,;SIBLE.
Seeding datesBest
3. CONSTRUCTION ENTRANCE AND EXIT
Possible
INSPECT CONSTRUCTION ROAD SURFACE REGULAR()', MAINTAIN IN A CONDITION TO PREVENT
Early spring: Feb. 15 - Mar. 20 Feb. 15 - Apr. 30
SEDIMENT FROM LEAVING THE SITE, AND TOPDRES�; WITH ADDITIONAL STONE WHEN NEEDED.
Fall: Sept_ 1 - Sept. 30 Sept.1 - Oct. 31
SWEEP EXISTING ROADWAY TO REMOVE ANY ACCUMULATED SEDIMENT.
4. SEDIMENT BASIN
Soil amendments
REMOVE SEDIMENT AND RESTORE THE BASIN TO 11 ORIGINAL DIMENSIONS WHEN SEDIMENT
Apply lime and fertilizer according to soiltests, or apply 3,000-5,000 lb/acre
.OW
ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. CHECK THE EMBANKMENT, SPILLWAY AND
ground agricultural limestone (usethe lower rate on sandy soils) and 1,000
OUTLET FOR EROSION DAMAGE AND REPAIR AS NECESSARY, REMOVE TRASH AND DEBRIS FROM
lb/acre 10-10-10 fertilizer.
THE RISER AND POOL AREA.
Mulch
5. TEMPORARY DIVERSION DITCHES:
Apply 4,000 lb/acre grain straw or equivalent cover of another suitable
REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR DIVERSION RIDGE AFTER EACH RAINFALL.
mulch. Anchor straw by tacking with asphalt, netting, or roving or by crimp -
TO BE
ing with a mulch anchoring tool. A disk with blades set nearly straight can
' EX. GRADE
6. GRAVEL INLET PROTECTION:
be used as a mulch anchoring tool.
ED BY
REMOVE SEDIMENT FROM AROUND INLET AFTER EACH STORM. CLEAN OR REPLACE STONE AS
NEEDED.
Maintenance
U growth is less than fully adequate, refertilize in the second year, accord-
ing to soil tests or topdress with 500 lb/acre 10-10-10 fertilizer. Mow as
needed when sericea is omitted from the mixture. Reseed, fertilize, and
mulch damaged areas immediately.
K7`� SETTLING BASIN
NO sage
i
JCI1 I IVIN /-1 I VrL-INIINV
TEMPORARY SEEDING(LATE WINTER/EARLY SPRING)
Seeding mixture
Species Rate (lb/acre)
Rye (grain) 120
Annual lespedeza (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains) 50
Omit annual lespedeza when duration of temporary cover is not to extend
beyond June.
Seeding dates
Mountains —Above 2500 ft: Feb. 15 - May 15
Below 2500 ft: Feb. 1 - May 1
Piedmont—Jan.1 - May 1
Coastal Plain —Dec. 1 - Apr. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground agricul-
tural limestone and 750 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch im-
mediately follawin.1 orosion or other damage.
1I'T 11211 3t
Species Rate (lb/acre)
German millet 40
In the Piedmont and Mountains, a small -stemmed Sudangrass may be
substituted at a rate of 50 lb/acre.
Seeding dates
Mountains —May 15 - Aug. 15
Piedmont —May 1-Aug. 15
Coastal Plain —Apr. 15 - Aug. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 Ib/acre ground agricul-
tural limestone and 750 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch im-
mediately following erosion or other damage.
Species Rate (lb/acre)
Rye (grain) 120
Seeding dates
Mountains —Aug. IS -Dec. 15
Coastal Plain and Piedmont —Aug. 15 - Dec. 30
Soil amendments
Follow soil tests or apply 2,000 lb/acre ground agricultural limestone and
1,000lb/acre 10-10-10fertilizer.
Mulch
Apply 4,000 lb/acre straaw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Repair and refertilize damaged areas immediately. Topdress with 50
lb/acre of nitrogen in March. If it is necessary to extend temporary cover
beyond June 15, overseed with 50 lb/acre Kobe (Piedmont and Coastal
Plain) or Korean (Mountains) lespedeza in late February or early March.
SEEDING SCHEDULE
- _ 1
JUL. 13 2000
DIVISION OF
COASTAL_ MANAGEMENT
luk
CONSTRUCTION
1800 Perimeter Park Drive
Suite 100
Morrisville, N.C. 27560
Phone: M9)
9) 461-8000
Fax: [phone]
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SEAL NOT VALID UNLESS SIGNED AND DATED
Drawing Number:
C1.08
- Of - Sheets
Duke Realty Job Number.
NCP-001
A/E Job Number:
NC405053

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I A
MEAN HIGH WATER ELEV = 3.25
MEAN TIDE ELEV = 1.70
LOW WATER MARK ELEV = 0.14
4 7 ')C'
L-Mml
:E CROSS—SECTION
PTH
;ATED MANHOLE
STEPS FOR ACCESS
OUT
ATED PIPES
E
SOIL
NOTE: PROVIDE SYSTEM FOR 14,878 CUBIC FEET. ALL PIPE SHALL
BE PERFORATED AND INSTALLED IN ACCORDANCE WITH THE
MANUFACTURER/SUPPLIER'S STANDARDS. MANUFACTURER/SUPPLIER
SHALL DETERMINE ACTUAL LENGTH OF SYSTEM PIPES TO PROVIDE
REQUIRED STORAGE; APPROXIMATE SYSTEM DIMENSIONS SHALL BE
650' LENGTH AND 13.75' WIDTH.
UNDERGROUND INFILTRATION LAYOUT
1 n — 2'-0'
VTJV V-rou u-r:lu i tau i t3u I tOu - z+10 2+40 2+70 3+00 3+30 3+60 346
NOTE:
. WATER ELEVATION INFORMATION PROVIDED BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION:
SITE CROSS-SECTION
1 " = 30' HORZ., 1 " = 10' VERT.
i r. 7r'
NOTE:
1. NATIVE SOIL SHALL BE LOAMY SAND TO COARSE TO FINE SANDS. WHEN CLAYEY SUBSURFACE LAYERS
ARE ENCOUNTERED, THEY SHALL BE REMOVED AND REPLACED WITH SANDY MATERIALS.
UNDERGROUND INFILTRATION CROSS-SECTION
SCALE: 1" = 2'-0"
SECTION AA
OR REDUCING TEE FITTING
1NDERGROUNP SYSTEM
JLL Vi.v�RGROLJND
INFILTRATION
CROSS—SECTION FOR
ADDITIONAL INFORMATION
UNDERGRO
I VARIES
17
nnnr nnu1urn-- nrr .....,.nun..
NOTES:
1. USE WATER TIGHT JOINTS WHERE TWO PIPES ARE CONNECTED. ALL
CONNECTIONS SHALL BE WATERTIGHT.
DOWNSPOUT CONNECTION,
k0 SCALE
= 6.25
-DING FOOTING
J;N. ;
�( JUL 13 2006 ���
Ij
DIVISION OF
COASTAL MANAGEMENT
CONSTRUCTION
1800 Perimeter Park Drive
Suite 100
Morrisville, N.C. 27560
Phone: [phone]
Fax: �919) 461-8080